GENERAL PROVISIONS CONCERNING SEWAGE DISPOSAL SYSTEM Sample Clauses

GENERAL PROVISIONS CONCERNING SEWAGE DISPOSAL SYSTEM. Section 301. Tributary Sewer Systems. In general, connections to the System of the District shall be made only at the connection points provided herein, or as approved by the District; shall be limited to the Sewer Systems owned, operated, or controlled by the Special Connector; and shall be metered or otherwise measured at the discretion of the District. The District may make provision at each point of connection listed in Exhibit A hereof for measurement of quantity and for sampling. Connections including facilities for measurement of quantity and for sampling, whenever required by the District, shall be made at the expense of the Special Connector. The Special Connector shall require and enforce conformity to these regulations with respect to the tributary system and its parts and, where applicable, with respect to individual contributors or groups of contributors thereto. Only sewage from separate sanitary systems shall be discharged into the System, subject to the provisions of Section 406 thereof. Local sanitary systems shall receive no stormwater directly or indirectly from surface drains, ditches or streams, storm or combined sewers, roof, areaway, or foundation drains, or from any other means, except that the minimum practicable infiltration of groundwater (in any case not to exceed 200 gallons per inch diameter per mile per twenty-four [24] hours with a maximum of 8,400 gallons per twenty-four [24] hours per mile of sewer) will be permitted. All trunk, sub-trunk, or lateral sewers and appurtenant structures comprising local tributary systems constructed after the date of this Agreement shall be of adequate strength to resist breakage and shall be substantially watertight. Pipelines, including without limitation house and building connections, shall be of such material as to minimize initial and future infiltration, and all such pipe shall be properly bedded or cradled and constructed using tight joints of type, materials, and workmanship which will minimize infiltration.
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